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dc.contributor.authorJusto Urrutia, Jon 
dc.contributor.authorKonietzky, Heinz
dc.contributor.authorCastro Gonzalez, Jorge 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2023-02-10T09:40:39Z
dc.date.available2023-02-10T09:40:39Z
dc.date.issued2022-05
dc.identifier.issn0723-2632
dc.identifier.issn1434-453X
dc.identifier.otherBIA2015-67479-Res_ES
dc.identifier.urihttps://hdl.handle.net/10902/27670
dc.description.abstractThe fracture toughness reflects the rock resistance to crack propagation, and therefore represents an important parameter for rock fracture assessments. From a strict point of view, the real fracture toughness ( KIC ) corresponds to a cracked situation in which the notch radius is theoretically equal to zero. However, most of the defects in rocks have a finite radius and, therefore, should be studied as notch-type defects. Here, the notch effect is numerically studied together with the influence of the grain size and the sorting coefficient (grain size uniformity) on the apparent fracture toughness ( KIN ). To this end, several four-point bending tests with different U-shaped notch radii, mean grain sizes and degrees of uniformity in grain size and shape have been simulated using the Discrete Element Method. In order to represent the grains of the rocks, the Voronoi tessellation is used to create randomly sized and distributed polygonal blocks. These Voronoi polygons have been defined, on the one hand, by an average edge length of 1, 2 and 3 mm, and, on the other hand, by a different number of iterations ( n ) in the relaxation process during the generation of the polygons, which defines the grain size uniformity. The numerical analyses performed and the interpretation of the results show a clear notch effect in all the studied cases, as the apparent fracture toughness ( KIN ) increases with notch radius. Finally, the obtained stress fields at the notch tip have been compared to those obtained from the traditional finite element method.es_ES
dc.description.sponsorshipThe authors of this work would like to express their gratitude to the Spanish Ministry of Economy and Competitiveness for financing the National Plan Project (Ref. BIA2015-67479-R) under the name of “The Critical Distance in Rock Fracture”, to the Department of Universities and Research, Environment and Social Policy of the Government of Cantabria, for financing the Project “Characterization of the fracture process in rocks for geothermal applications”, and to the DAAD for the short-term research grant given to J. Justo for his research visit at TU Bergakademie Freiberg.es_ES
dc.format.extent17 p.es_ES
dc.language.isoenges_ES
dc.publisherSpringeres_ES
dc.rightsAttribution 4.0 Internationales_ES
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.sourceRock Mechanics and Rock Engineering, 2022, 55(5), 2861-2877es_ES
dc.subject.otherDEMes_ES
dc.subject.otherRockes_ES
dc.subject.otherGrain sizees_ES
dc.subject.otherSorting coefficientes_ES
dc.subject.otherNotch effectes_ES
dc.subject.otherTheory of critical distanceses_ES
dc.titleVoronoi-Based discrete element analyses to assess the influence of the grain size and its uniformity on the apparent fracture toughness of notched rock specimenses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1007/s00603-022-02852-5es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1007/s00603-022-02852-5
dc.type.versionpublishedVersiones_ES


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Attribution 4.0 InternationalExcepto si se señala otra cosa, la licencia del ítem se describe como Attribution 4.0 International